The test results show that the shear strength of soils after lateral unloading are different from that of conventional triaxial test.

试验结果表明，经过侧向卸荷过程土样的抗剪强度指标与常规三轴试验明显不同。

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Light steel reinforced concrete shear wall is a system structure resisting lateral force, so the shear strength is the main performance parameter.

轻钢骨混凝土剪力墙作为一种抗侧力体系，其抗剪强度是其主要的性能参数。

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Taking account of the strength softening effect of slippage, the beginning section of lateral shear curve is an ascending curve.

分析认为，由于孔壁界面滑移的软化效应，侧阻力曲线始端变为上升曲线。

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